1998
DOI: 10.1002/(sici)1097-0207(19980430)41:8<1527::aid-nme352>3.0.co;2-o
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A BEM sensitivity and shape identification analysis for acoustic scattering in fluid-solid problems

Abstract: In this paper a boundary element formulation for the sensitivity analysis of structures immersed in an inviscide fluid and illuminated by harmonic incident plane waves is presented. Also presented is the sensitivity analysis coupled with an optimization procedure for analyses of flaw identification problems. The formulation developed utilizes the boundary integral equation of the Helmholtz equation for the external problem and the Cauchy-Navier equation for the internal elastic problem. The sensitivities are o… Show more

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Cited by 13 publications
(11 citation statements)
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“…The partial derivatives with respect to m (φ or θ or ψ) of the distance r can be evaluated as follows (23) r ,m = (r 2 j ) 1 /2 ,m = r j r j,m r where r j,m with j = 1 , 2 , 3 is the derivative of the component r j along the j-axes with respect to the design variable m. The derivative of r ,n with respect to m can be written as follows (24) r ,nm = ∂ ∂m ∂r ∂n = n j r j,m + n j,m r j − r ,n r ,m r where n j,m indicates the derivative of the outward normal n j along the j-axes with respect to the design variable m.…”
Section: Optimum Control Source Orientationmentioning
confidence: 99%
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“…The partial derivatives with respect to m (φ or θ or ψ) of the distance r can be evaluated as follows (23) r ,m = (r 2 j ) 1 /2 ,m = r j r j,m r where r j,m with j = 1 , 2 , 3 is the derivative of the component r j along the j-axes with respect to the design variable m. The derivative of r ,n with respect to m can be written as follows (24) r ,nm = ∂ ∂m ∂r ∂n = n j r j,m + n j,m r j − r ,n r ,m r where n j,m indicates the derivative of the outward normal n j along the j-axes with respect to the design variable m.…”
Section: Optimum Control Source Orientationmentioning
confidence: 99%
“…In order to evaluate (23) and (24), only the derivative with respect to the design variable of the node coordinates x j in the global coordinate system is required. It should be noted that r j,m coincides with x j,m when the element node belongs to the secondary source boundary, whereas it coincides with −x j,m when the point source is on the secondary surface.…”
Section: Optimum Control Source Orientationmentioning
confidence: 99%
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“…Most published work concerns crack and cavity identi®cation in ®elds governed by Laplace equation (Friedman and Vogelius 1989;Nishimura and Kobayashi 1991;Santosa and Vogelius 1991;Zeng and Saigal 1992), elastostatic equation (Tanaka and Masuda 1986;Schnur and Zabaras 1992;Bezerra and Saigal 1993;Kassab et al 1994;Mellings and Aliabadi 1995;Tosaka et al 1995), Helmholtz and elastodynamic equations (Tanaka et al 1992;Kobayashi 1994;Nishimura and Kobayashi 1995;Burczyn Âski et al 1997;Mallardo and Aliabadi 1998). In all the papers dealing with elastostatics and elastodynamics the crack is treated as bilateral, thus the numerical results are not corresponding to the actual physical behaviour.…”
Section: Introductionmentioning
confidence: 99%